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The study is to develop an appropriate environmental friendly building material that would be sourced, obtained locally and used for construction of structures at a low cost by using termite mound soil, reinforced with 0%, 1%, 2%, 3%. and 4% coir fibres. Physical and mechanical tests were conducted...
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2016
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| LEADER | 00000njm a2000000a 4500 | ||
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| 001 | oai:repository.ui.edu.ng:123456789/10521 | ||
| 042 | |a dc | ||
| 720 | |a Akinyemi B.A. |e author | ||
| 720 | |a Omoniyi T.E. |e author | ||
| 720 | |a Adeyemo M.O. |e author | ||
| 260 | |c 2016 | ||
| 520 | |a The study is to develop an appropriate environmental friendly building material that would be sourced, obtained locally and used for construction of structures at a low cost by using termite mound soil, reinforced with 0%, 1%, 2%, 3%. and 4% coir fibres. Physical and mechanical tests were conducted on the different composition samples after curing. The particle size distribution showed that clay had the largest percentage with a moisture content of 3.53%, specific gravity of 2.0, liquid limit of 30.5% and plastic limit value of 25.4. The compressive strength test showed a decrease with increase in fibre content from 1% upward, modulus of rupture test showed that increase in fibre content leads to a corresponding increase in rupture while the modulus of elasticity test showed that from 3% to 4% fibre content, a decrease in the elasticity occurred. It can be concluded that low fibre inclusion into compressed termite mound brick is feasible if fibre content do not exceed 2% and thus can be used for both load and non-loading bearing structures. | ||
| 024 | 8 | |a https://repository.ui.edu.ng/handle/123456789/10521 | |
| 653 | |a termite mound | ||
| 653 | |a bricks | ||
| 653 | |a clay | ||
| 653 | |a coir fibre | ||
| 653 | |a physical and mechanical properties | ||
| 245 | 0 | 0 | |a Prospects of coir fibre as reinforcement in termite mound clay bricks |